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P S D" 14 9- 9 4- W 'LEECH UNUMENT
I NC GRID COORDINATE
I N= 671987.0549
I E= 2712643.7503
I GRID FACTOR = 0.9998881
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Ditch invert should be set 0.3 ft. above the I I
invert of the new roadside ditch, and should be I 120 F 181N.0
cons,.. ,;led with a 0.089% slope, The ditch cross
section should have a constant bottom _
= �6
width of 18.0 in., and side slopes of 1:3/4. I; ,p N8 r- ,x zC
NGrE: ALL DISTA�r;:ES ARE GROUND
SURVEY FOR NORTH CAROLINA
DEPARTMENT 'OF TRANSPORTATION
PANTEGO TOWNSHIP
BEAUFORT COUNTY, N.C.
SURVEYED BY; NCDOT LOCATION & SURVEYS UNIT
1505 GLENBURNIE ROAD
NEW BERN, N. C, 28562 ,
THIS SUBDIVISION IS FOR WETLAND MITIGATION
AND NOT FOR THE PURPOSE OF RESALE
SCAIX 1" = -40,
40, 0 40, 80,
MAY 20, 1994
Note: The proposed '2.5' contour,
and existing '2.5' contour should
tie together above. 2.0
JERRY D. COX, JR. .
D.B. 785, PG. 863,866,869
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Typical ditch cross section:
1.8
;ITE OF SURVEY
VICINITY MAP
(NOT TO SCALE)
JERRY D. COX, JR.
D.B. 785, PG. 863,866,869
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CAP SET
LEGEND
Existing Contours 2.0
2.0 ------
Proposed Contour---C2,0 --
Ditch
Flowline
Pipe r�T�7l� TIC
NOTE: ALL DISTANCES ARE GROUND.
CONTOUR ELEVATIONS ARE SEA LEVEL